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MATERIAL KEY: <br /> (E)Wall framing (E)Wall framing Below is a key to common call-outs in the details. <br /> (E)End joist or(E)blocking (E)Wall framing (E)End joist or(E)blocking Unless specified otherwise in the details,use the sizes <br /> N connector Type"D"or"E" and materials as follows: O <br /> ( ) yP (N)connector Type"D" Term Description <br /> with long leg against blocking (E)Foundation sill with lon le a ai ockin � CV <br /> or joist "max. g g g g Nails 00 <br /> (E)Floor sheathing or joist 8d(8 penny) 0.131"x 2-1/2"long a. <br /> (E)Floor joist (E)F eathing at connectors Q <br /> attached over <br /> plywood M <br /> 8d(8 penny) 0.131"x 1-112"long 4_1 <br /> k 11 k 11 at connectors <br /> N '• pa (E)Floor joist attached directly <br /> (direction may vary) to framing p <br /> Lz <br /> 10d(10 penny) 0.148"x 3"long L1] <br /> at connectors vi <br /> •� (N)2x blocking at each end of(N)2 attached over UJ <br /> plywood o <br /> (N)2x6 or 2x8 <br /> N. V(E)Floor joist 1-1/2" — C (N)2x runner x 4'-0"long 10d(10 penny) 0.148"x 1-1/2"long <br /> "+°•- 1c'° (direction may vary) min. Attach to(E)joist with 4"screws at 6" C Fasten to(E)foundation sill with screws at 8"on at connectors <br /> W- <br /> on center center,length as required to embed 2"min. attached directlyLU <br /> ,'4 :; (E)Foundation sill <br /> (N)Connector Type"D"or" into(E)sill.Pre drill runner and sill plate for screws to framing <br /> (N)Anchor bolt an washer. 16d(16 penny) 0.162"x 3-112"long IL <br /> _ - (N)Connector Type"B" <br /> •, t `,-. (E)Concrete foundation Use same qu of anchors as required 20d(20 penny) 0.192"x 4"long <br /> ` v ' (shape may vary) — for"Fou n Sill Anchorage".See use in lieu of Detail 4/D1 where"x"is <br /> —I I Ea ke Retrofit Schedule(Sheet S3.1) rester than 2-112" cn <br /> — Structural wood Simpson Strong-Tie 1/4"SIDS GRK <br /> 2x6,3x6 or 4x6 ledger,length as required (E) at <br /> foundation screws 3/8"RSS"Climatek",USP Mitek 1/4" .- <br /> Notes: to install connectors at 16"on center with WS"Gold Coat",or equivalent. _ <br /> 1. See Sheet D1 for foundation sill to concrete foundation details. 6"min.clearance to soil or use at least 8"from anchor to ends of ledger. 3"screw 3"long structural wood screw l C N o <br /> �- <br /> preservative treated lumbe (N)"Peel and stick"flashing to separate 4"screw 4"long structural wood screw O o <br /> concrete and wood,typ. 6"screw 6"long structural wood screw j <br /> *See Anchor Bol eet S3)for (E)Concrete foundation N a <br /> size and a ent. Wood structural 15/32"Plywood sheathing.Exposure C N <br /> panel rating of Exterior or Exposure I. O C6 C' <br /> O FLOOR FRAMING-TO-FOUNDATION SILL CONNECTION OOR FRAMING-TO-FOUNDATION SILL CONNECTION O FLOOR FRAMING-TO-FOUNDATION SILL CONNEI* N 4-or5-Ply. U r = c� <br /> or _ E o <br /> Oriented Strand Board(OSB) (n w <br /> Conforming to US Voluntary Product 3 N _T Z <br /> Standard PS 2.Exposure rating of O E D <br /> (E)Wall framing (E)Wall framin Exterior or Exposure I.Manufactured + Q <br /> with exterior glue.Minimum 4-ply. M '— o a) <br /> (E)Wall framing (E)End joist or(E)blocking E m <br /> on center N.� <br /> (E)Floor sheathing (E)Blocking LVL(laminated Wayerhauser"Microllam", O cn -a <br /> (E) eathing (N)2x blocking each joist bay veneer lumber) Boise-Cascade"Versal-am", LL 0 � <br /> (E)Floor sheathing Georgia-Pacific"GP-Lam", O u: <br /> End-nail with(2)16d nails through each <br /> (E)Foundation sil joist (N)connector Type"D" LP"Solid Start",or equivalent. () pr°p : <br /> or"E"with long leg �_ `~ <br /> against blocking or joist Plate washer 3"x 3"square x 0.229"thick. E C <br /> Optional:A35 blocking 04— co <br /> - <br /> (E)Floor joist to floor 0 a) <br /> "Peel&Stick" Fortiflash,Orange Peel-n-Seal, LL L _S� <br /> flashing tape Typar,Tyvek,Vycor,HardieWrap,or = <br /> (E)Fo sill bituthene equivalent. 00 � <br /> oorjoist `, <br /> * :• (E)Floor joist For Connector types see Sheet S3. LL <br /> (N)Connector Type"G" 3"min. Note 1 N)Connector Type"G" a•, <br /> -• - <br /> 1-112" — C (N)Anchor bolt and plate washer. C <br /> min. Use same quantity of anchors as 1-1/2" (N)2x or „ <br /> required for"Foundation Sill min. ' .a _ <br /> Anchorage". See Earthquake Retrofit "min. (N)112"a anchor bolt an washer " " C ° (E)Foundation sill ABBREVIATIONS <br /> Schedule(Sheet S3.1) clearance spaced at 16"on center <br /> (N)2x6 ledger,length as required to to soil or (N)Connector Type"B" (E) Existing <br /> �lTr-I use (N)"Peel and stick"flashing to N New <br /> install connectors at 16"on c ( ) <br /> at least 8"from anch s of ledger. preservative separate concrete and wood,typ. min. Minimum <br /> treated (Not required if preservative treated max. Maximum f <br /> 6"min. (N)"Pee c"flashing to lumber lumber is used.) <br /> clearance to soil or use concrete and wood,typ. NITS Not to Scale <br /> preservative treated lumber of required if preservative E Concrete foundation (E)Concrete foundation Typical <br /> P q P Notes: ( ) tyP yp Date: <br /> *See Anchor Bolts(Sheet S3)for threated lumber is used.) 1. See Anchor Bolts(Sheet S3)for embedment. Sheet: <br /> size and embedment. <br /> 4 F FRAMING-TO-NEW LEDGER CONNECTION 5 FLOOR FRAMING-TO-NEW LEDGER CONNECTION 6 FLOOR FRAMING-TO-FOUNDATION SILL CO TION D2 <br /> O O <br />